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| 1 | Construction of R/W and B/W |
| 2 | Excavation in foundation for retaining, breast walls etc, in ali types of coils and racks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clauce 305.1 of MORD Spacifiction |
| 3 | Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) |
| 4 | Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and rayaltiies etc. complete as per drawing and technical specifications Ciauses 702, 7D4, 12D2 & 12D3 of MORD Specifiction |
| 5 | Providing and Laying of Mechanically Woven Double Twisted Hexagon a lshaped Gabions of galvanized steel, of size 3mX1mX1m with two diaphragms at 1m interval, having mesh opening100mmx120 mm, mesh wire diameter 3 mm for gabions, edge/selvedge wire diameter 3.9 m m a n d l acing wire diameter 2.2 mm. (The work includes filling boulders in the gabions) |
| 6 | Cross drainage and catch pit |
| 7 | Excavation in foundation for retaining, breast walls etc, in ali types of coils and racks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clauce 305.1 of MORD Spacifiction |
| 8 | Plain cement concrete M 10 grade |
| 9 | Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As perPWD Uttarakhand specifications) |
| 10 | PI ai n/re inforced ce menI co ncrete in substructure complete as per drawings and techni caI sps ci fi cati an CIa u ses 802, 804, 805, 806, 8D7, 1202 ans 1204(Far height upto 5 m) R.C.C. grade M 25 |
| 11 | Supplying, fitting and placing HYSD bar reinforcement (Fa 415) in substructrue complete as per drawings and technical specification Clauses 10D2, 10D5, 101D & 1202(Th e re info rcem ent steeI shaII be procured from arig inal (primary) steel producers as per clause no. 2011.3.1 of M O R D s p e c i f i c a t i a n s ( F i r s I revision’2014) and IS 1786:2D0B clau sano. 1.6) |
| 12 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 &1203, R.C.C. grade M 20, Nominal mix (1:2:4), P.C.C. grade M20 |
| 13 | Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and rayaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 ofMORD Specifiction |
| 14 | Retaining Walls / Breast WallsCon struction of rstaining waIIs/breast waIts in cement mortar 1:5 as per drawing and tec hnicaI spe cificat ians Clause 1604 Stone masonry in cement mortar 1:5 |
| 15 | Construction of causeway |
| 16 | Excavation in foundation for retaining, breast walls etc, in ali types of coils and racks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clauce 305.1 of MORD Spacifiction |
| 17 | Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) |
| 18 | Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and rayaltiies etc. complete as per drawing and technical specifications Ciauses 702, 7D4, 12D2 & 12D3 of MORD Specifiction |
| 19 | Plain cement concrete M 10 grade |
| 20 | C e m e n t C o n c r e t e ( P C C M - 3 0 ) Pavement:- Construction of Un-reinforced, Cement concrete pavement, thickness as per design, over a prepeared sub base with 43 grade cement or any other type PCC G r a d e M - 3 0 , c o a r s e a n d f i n e aggregates conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concretemixer of not less then 0.2 10 capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (Steel channel, laying and fixing of wedges, steel plates including levelling the formwork, as per drawing), spreading the concrete with s h o v e l s , r a k e s , c o m p a c t e d u s i n gneedle, and plate vibrators, finished in continuous operation and curing of concrete slabs for 14 days, using curing compound where specified and water finishing to lines and grade as per drawings and technical specifications. |
| 21 | Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast w a l l s , r e t a i n i n g w a l l s , p a r a p e t s , scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction |
| 22 | Construction of Parapet outer curves and Scuppers |
| 23 | Excavation in foundation for retaining, breast walls etc, in ali types of coils and racks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clauce 305.1 of MORD Spacifiction |
| 24 | Plain cement concrete M 10 grade |
| 25 | Cement plum Masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203 of MORD Specifiction |
| 26 | White washing of parapet walls of CD work and tree truncks White washing two coats on parapet w a l l s a n d t r e e t r u n k s i n c l u d i n g preparation of surface by cleaning s c r a p i n g e t c . a s p e r t e c h n i c a lspecifications Clause 1915 |
| 27 | Construction of KM, HM and Edge Stones and fixing of Signboards |
| 28 | Ordinary Kilometer Stone (Precast )Reinforced cement concrete M15 gradekilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 |
| 29 | 200 m stone (precast)Reinforced cement concrete M15 gradekilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 |
| 30 | Providing and fixing of retro reflectorised cautionary, mandatory andinformatory sign as per IRC :67 made of Class-B Type IV retroreflective sheeting fixed over 3mm/4mm thick Aluminium composite material sheet vide clause 801.3, depending on the size of the sign fixed over back support frame of min 25 x 25 x 3mm Angle mounted on a mild steel a mild steel circular pipe 65 NB, 3.2 mm thickness, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall bemaintained as per section 12 of IRC 67.600 mm equilateral triangle |
| 31 | Providing and fixing of retro reflectorised cautionary, mandatory andinformatory sign as per IRC :67 made of Class-B Type IV retroreflective sheeting fixed over 3mm/4mm thick Aluminium composite material sheet vide clause 801.3, depending on the size of the sign fixed over back support frame of min 25 x 25 x 3mm Angle mounted on a mild steel a mild steel circular pipe 65 NB, 3.2 mm thickness, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall bemaintained as per section 12 of IRC 67.800 x 600 mm Rectangle |
| 32 | KC Drain |
| 33 | Surface Drains in Soil Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average l e a d 2 5 m ) a s p e r T e c h n i c a l Specification Clause 307 |
| 34 | Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction |
| 35 | P.C.C. grade M20 |
| 36 | Soling |
| 37 | WBM Grading 1 Providing , laying , spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, a p p l y i n g a n d b r o o m i n g , c r u s h a b l e screening to fill-up the interstices of c o a r s e a g g r e g a t e , w a t e r i n g a n d compacting to the required density G r a d i n g 1 a s p e r T e c h n i c a l Specification Clause 405. Please Enable Macros to View BoQ information |
